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_t 4 1. RIGHI OF WAY PER SHORI PLAT REC. HO. 881117900, R=55.00 L=98'21'22" L=94.42 p_108'31'08 2 q �r L //n V V '30 / s0 \ I ti s,. �A2s� v' t / FOUND 4" CONCRETE MON. R=157.00 WITH SCRIBED 'Y' < =22'09'59" DOWN 1.5' IN GROUND FOUND 1/2" REBAR W YPC 238. L=60.74 / S3 STAMPED 21546 RH FINCH ON LINE 10' TEL. EASEMENT 6p 0 15' TEL. EASEMENT !— — — — _ REC. N0. 9810289008 ------ REC. N0. 9810289008 o-----------------------L----- 0 4_37.57'g9,. 6E. N)21VD 5T, 31 3j__L_=9-69 N. LINE GOV'T LOT 4• SEC 5-22-5 _ ----1 615 W 391.84 ------- J—N89'26'15'W—R=-7—O-- --- -- ---— .103.19 0=05.26'35° < 7' POWER EASEMENT L=17.76 1� 10 EC. NO. 5678862 1� o 4,492 t S.F. 5,342 = SF. m 89' 109, O r �' O 1� 19 o 3,560± SF. O 4,360± 5F. `r 89 - 109, 42,164t 5F. 55' 54' 15 �U o 4,042 ± 5F. 84' �� 84 F- - 2 O 21 I I i— o _ _ 4,961± S.F. 0-' 4,916± 5F. 6' FOUND 1.5" IRON PIPE 9.87' W OF PROP. CORNER 0.07' S OF PROP. LINE EXTENDED 0 N1I a C� LI �o o REC. SPACEpi 86' i9,131± 5F. (ROAD) N 0 O z 3,691t S.F. 99, --V 0 12 0 42' 3,964t 5F. 99, 2 119' O 10 `n II F 4G'r1 IG 3,191± 5F. 5,331 t 5F. `r 100' 116' 3 40 N88'27'20"W 215.76 j t Y< j• N ,. N®TE5 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM A.L.T.A. COMMITMENT, PACIFIC NORTHWEST TITLE COMPANY, ORDER NO. 581616, DATED NOVEMBER 16, 2004. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED PACIFIC NORTHWEST TITLE COMMITMENT. CORE DESIGN HAS RELIED WHOLLY ON PACIFIC NORTHWEST TITLE'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON FEBRUARY 15, 2005, ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN FEBRUARY, 2005. 3. PROPERTY AREA = 190,123t SQUARE FEET (4.3646t ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS WITHIN ONE YEAR OF THE DATE OF THIS SURVEYDISTANCE MEASURING EQUIPMENT HAS BEEN COMPARED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 7. SECTION SUBDIVISION PER PARKRIDGE EAST I VOL. 132, PG'S. 45-46, FOUND AND HELD NORTHWEST SECTION CORNER AND HELD LINE TO FOUND NORTH QUARTER CORNER. BASIS OF BEARING IS NORTH LINE OF NORTHWEST QUARTER OF SECTION 5. /07 R=390.0 L=22.37'06" 48' 103.1 2 L=153.96 r `39, 5,850± 5F, n 25 4 Q01± SF. 91' 0,0 �C 90' 23 _ �D 4,113± SF. 4,051f 5F. 91, 90' 22 2-1 o `n 5,021t 5F. ,`i; 4,811t S.F; l 5 55' 54 91' 2&' \5' 25' 40 40' 40' 40' 40' 40' 40' 20 E.LINENY2. ,{ SEC 5-22-`. 2 31583t 5F. 6' 3 002,_ SF. 3,595± SF. S' 3,589± 5F. 6' 3 511i 5F.`'3 `p I 3,514- 5F. 3,583_+ SF. 3,915± ; 40' 40' 40' 40' 40' 40' 16' 24' 40' KI0Q-A C�GC•�,,, _ - - - 45, FOUND 1/2" REBAR NO CAP 10.75' E OF PROP. LINE ANGLE PT. OJ' S OF PROP. LINE S. LINE IN Yz NW Y, GOV'T LOT 4, SEC 5-22-5 o� � N �Lo �r- N LL, W �n m' O z ___19 NW Y4, (OV'T LOT 4, N88'11'31 "W 139.20 FOUND 5/8" REBAR / NO CAP 29.39' W OF PROP. CORNER 0.08' N OF PROP. LINE 30 SCALE: 1" = 40' 0 20 40 80 WITH PUNCHED: I" BRASS DISK DOWN 0.5' IN CASE 0.02 N AND 0.10 E CALC. POSITION BELMONT HOMES P.O. EOX 2401 KIRKI.AND, WASHINGTON 98080-2401 CONTACT: CLIFF WILLIAMS, P.E. PHONE: (20(o)114-1161 ENG INEEfR/f=LANNEfR/5UfRYCIR CORE DESIGN INC. 14111 N._. 29TH PL., SUITE 101 BELLEVUE, WASHINGTON 98001 CONTACT: R05ERT STEVENS, P.E. - ENGINEER MICHAEL CHEN - PLANNER STEPHEN J. 5CHRE1, PL.5. - SURVEYOR PHONa: (425) 885-1811 FOUND 4" CONCRETE MON. WITH PUNCHED 1/2" BRASS PLUG DOWN 0.5' IN CASE FOUND 4" CONCRETE MON. WITH PUNCHED 1 1/2" BRASS DISK DOWN 0.4' IN CASE N89'26'15"W 2618.62 MEASURED 2618.50 REF. 1 32 1179.20 ---' j_ ><5I5 �4IN5 _, N 89° 26' 15" W BETWEEN THE MONUMENT FOUND IN PLACE AT THE NORTH QUARTER CORNER AND THE NORTHWEST N1" ',' SECTION CORNER OF SEC. 5, TWP. 22K, RGE. 5E. PER REF. I DATUM NAND. 88 1BENCHMAW KING- COUNTY POINT @ RENT1812 COFFER PIN SET IN 4 INCH SQUARE CONCRETE MONUMENT, 1.0' BELCW IRON MONUMENT CASE. LOCATED AT THE INTERSECTION OF S. 192ND. STREET AND 99TH PLACE S. ELEV ;TION 319.44 1913(o4M) L 6,4L DE5CRIPTION THE FORTH HALF OF THE OF THE NORTHWEST QUARTER: OF GOVERNMENT LOT 4, SECTION 5, TOWN5HIP 22 NORTH, RANGE 5 EAST, IIIM., IN KING COUNTY, WASHINGTON; EXCEPT 192ND STREET AND 102ND AVENUE 5OUTHEA5T; AL50 EXCEPT THAT PORTION LYING SOUTH OF AN EXISTING FENCE, DESCRIBED AS FOLLOWS: BEGIPNING AT A POINT ON THE WEST LINE OF SAID NORTHWEST QUARTER 33.66 FEET SOUTH OF THE NOR I 5T COMER THEREOF, THENCE SOUTH 00'22'25" WEST ALONG THE WEST LINE OF SAID NORTHWEST QUARTER 261.46 FEET TO SAID EX1511NG FENCE; THENCE ALONG SAID FENCE SOUTH 88'28'15" EAST 215.16 FEET, SOUTH 88'415P EA5T 299.01 FEET AND — — — — — — — — — — — — — — — — — — — — — — — — — — - SOUTH 88.12'2(o"EAST AND EXTENSION THEREOF 13920 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER OF GOVERNMENT - LOT 4, AND THE TERMINUS OF SAID LINE. 20 TAX A C L/5IT AIDE) TAX PARCEL: 0522059045 SITE ADDRESS: 19200 5LK 102ND AVE 5E fREFERENCE6 51TE STAT 15T I C5 THE PLAT OF PARKRIDGE EAST I VOL. 132, PG'5.45-46 51TE AREA 190,123t SF. (436t ACRES) THE PLAT OF HI -VIEW HEIGHTS VOL.1% FIGS. 15-16 -ROW DEDICATION 8,382 5F. THE PLAT OF HI -PARK TRACTS- IST ADDITION VOL. 14, PG. 12 NET SITE AREA 181,1411 5F, CITY OF R.ENTON SHORT PLAT NO.059-85 BOOK 63 OF 5URVEY5, PAGE 243 NUMBER OF LOTS 21 PROPOSED DENSITY 6.41 D.UJACRE SHORT PLAT NO, 384139, UNDER RECORDING NO.8612301254 EXISTING ZONING CLASSIFICATION R40-60 PROP05ED USE SINGLE FAMILY RESIDENTIAL SANITARY SEWER PROVIDER 5005 CREEK WATER AND 5El ER DISTRICT WATER SUPPLY 5005 CREEK WATER AND SEr-_R DISTRICT SCHOOL DISTRICT KENT SCHOOL DISTRICT FIRE D15TRICT KING COUNTY FIRE DISTRICT 31 TELEPHONE SERVICE QWEST ELECTRICITY PROVIDER PUGET SOUND ENERGY NATURAL GAS PROVIDER PUGET SOUND ENERGY SETBACKS FRONT - 10 FEET 51DE - 5 FEET REAR - 5 FEET STREET SIDEYARD - 10 FEET GARAGE - 20 FEET RECREATION AREA REQUIRED 21 LOTS X 390 5Q. FT. = I0,53C; SQ. FT. RECREATION AREA PROVIDED 10,530 5Q. FT. P, A1,I15 2 4 Lv:.3 vICINIT�' MAP CG;1�IT`>' APPROXIMATE SCALE P=4000' LAND USi__ SEF"AGE a _ U04 - r co..a O W •: a ..; � �vc�i o a z o •- � h � v oo 00 O w cn a �j > u = � 2 x a 0 io N o. C'4 (3 w 00 000 z tr '6 cc2 Q z a Q ' W Ce w w z U z w Lij c 0 0< co z Z Q v o o > Q' W 3: cr I— Q G_ Q w ly_ EL 0 C, oil I Q SHEET OF .1 .1 PROJECT NUMBER 0 120 FOUND 1/2" REBAR NO CAP 10.75' E OF PROP. LINE ANGLE PT. OJ' S OF PROP. LINE S. LINE IN Yz NW Y, GOV'T LOT 4, SEC 5-22-5 o� � N �Lo �r- N LL, W �n m' O z ___19 NW Y4, (OV'T LOT 4, N88'11'31 "W 139.20 FOUND 5/8" REBAR / NO CAP 29.39' W OF PROP. CORNER 0.08' N OF PROP. LINE 30 SCALE: 1" = 40' 0 20 40 80 WITH PUNCHED: I" BRASS DISK DOWN 0.5' IN CASE 0.02 N AND 0.10 E CALC. POSITION BELMONT HOMES P.O. EOX 2401 KIRKI.AND, WASHINGTON 98080-2401 CONTACT: CLIFF WILLIAMS, P.E. PHONE: (20(o)114-1161 ENG INEEfR/f=LANNEfR/5UfRYCIR CORE DESIGN INC. 14111 N._. 29TH PL., SUITE 101 BELLEVUE, WASHINGTON 98001 CONTACT: R05ERT STEVENS, P.E. - ENGINEER MICHAEL CHEN - PLANNER STEPHEN J. 5CHRE1, PL.5. - SURVEYOR PHONa: (425) 885-1811 FOUND 4" CONCRETE MON. WITH PUNCHED 1/2" BRASS PLUG DOWN 0.5' IN CASE FOUND 4" CONCRETE MON. WITH PUNCHED 1 1/2" BRASS DISK DOWN 0.4' IN CASE N89'26'15"W 2618.62 MEASURED 2618.50 REF. 1 32 1179.20 ---' j_ ><5I5 �4IN5 _, N 89° 26' 15" W BETWEEN THE MONUMENT FOUND IN PLACE AT THE NORTH QUARTER CORNER AND THE NORTHWEST N1" ',' SECTION CORNER OF SEC. 5, TWP. 22K, RGE. 5E. PER REF. I DATUM NAND. 88 1BENCHMAW KING- COUNTY POINT @ RENT1812 COFFER PIN SET IN 4 INCH SQUARE CONCRETE MONUMENT, 1.0' BELCW IRON MONUMENT CASE. LOCATED AT THE INTERSECTION OF S. 192ND. STREET AND 99TH PLACE S. ELEV ;TION 319.44 1913(o4M) L 6,4L DE5CRIPTION THE FORTH HALF OF THE OF THE NORTHWEST QUARTER: OF GOVERNMENT LOT 4, SECTION 5, TOWN5HIP 22 NORTH, RANGE 5 EAST, IIIM., IN KING COUNTY, WASHINGTON; EXCEPT 192ND STREET AND 102ND AVENUE 5OUTHEA5T; AL50 EXCEPT THAT PORTION LYING SOUTH OF AN EXISTING FENCE, DESCRIBED AS FOLLOWS: BEGIPNING AT A POINT ON THE WEST LINE OF SAID NORTHWEST QUARTER 33.66 FEET SOUTH OF THE NOR I 5T COMER THEREOF, THENCE SOUTH 00'22'25" WEST ALONG THE WEST LINE OF SAID NORTHWEST QUARTER 261.46 FEET TO SAID EX1511NG FENCE; THENCE ALONG SAID FENCE SOUTH 88'28'15" EAST 215.16 FEET, SOUTH 88'415P EA5T 299.01 FEET AND — — — — — — — — — — — — — — — — — — — — — — — — — — - SOUTH 88.12'2(o"EAST AND EXTENSION THEREOF 13920 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER OF GOVERNMENT - LOT 4, AND THE TERMINUS OF SAID LINE. 20 TAX A C L/5IT AIDE) TAX PARCEL: 0522059045 SITE ADDRESS: 19200 5LK 102ND AVE 5E fREFERENCE6 51TE STAT 15T I C5 THE PLAT OF PARKRIDGE EAST I VOL. 132, PG'5.45-46 51TE AREA 190,123t SF. (436t ACRES) THE PLAT OF HI -VIEW HEIGHTS VOL.1% FIGS. 15-16 -ROW DEDICATION 8,382 5F. THE PLAT OF HI -PARK TRACTS- IST ADDITION VOL. 14, PG. 12 NET SITE AREA 181,1411 5F, CITY OF R.ENTON SHORT PLAT NO.059-85 BOOK 63 OF 5URVEY5, PAGE 243 NUMBER OF LOTS 21 PROPOSED DENSITY 6.41 D.UJACRE SHORT PLAT NO, 384139, UNDER RECORDING NO.8612301254 EXISTING ZONING CLASSIFICATION R40-60 PROP05ED USE SINGLE FAMILY RESIDENTIAL SANITARY SEWER PROVIDER 5005 CREEK WATER AND 5El ER DISTRICT WATER SUPPLY 5005 CREEK WATER AND SEr-_R DISTRICT SCHOOL DISTRICT KENT SCHOOL DISTRICT FIRE D15TRICT KING COUNTY FIRE DISTRICT 31 TELEPHONE SERVICE QWEST ELECTRICITY PROVIDER PUGET SOUND ENERGY NATURAL GAS PROVIDER PUGET SOUND ENERGY SETBACKS FRONT - 10 FEET 51DE - 5 FEET REAR - 5 FEET STREET SIDEYARD - 10 FEET GARAGE - 20 FEET RECREATION AREA REQUIRED 21 LOTS X 390 5Q. FT. = I0,53C; SQ. FT. RECREATION AREA PROVIDED 10,530 5Q. FT. P, A1,I15 2 4 Lv:.3 vICINIT�' MAP CG;1�IT`>' APPROXIMATE SCALE P=4000' LAND USi__ SEF"AGE a _ U04 - r co..a O W •: a ..; � �vc�i o a z o •- � h � v oo 00 O w cn a �j > u = � 2 x a 0 io N o. C'4 (3 w 00 000 z tr '6 cc2 Q z a Q ' W Ce w w z U z w Lij c 0 0< co z Z Q v o o > Q' W 3: cr I— Q G_ Q w ly_ EL 0 C, oil I Q SHEET OF .1 .1 PROJECT NUMBER 0 120 P, A1,I15 2 4 Lv:.3 vICINIT�' MAP CG;1�IT`>' APPROXIMATE SCALE P=4000' LAND USi__ SEF"AGE a _ U04 - r co..a O W •: a ..; � �vc�i o a z o •- � h � v oo 00 O w cn a �j > u = � 2 x a 0 io N o. C'4 (3 w 00 000 z tr '6 cc2 Q z a Q ' W Ce w w z U z w Lij c 0 0< co z Z Q v o o > Q' W 3: cr I— Q G_ Q w ly_ EL 0 C, oil I Q SHEET OF .1 .1 PROJECT NUMBER 0 120 a z o •- � h � v oo 00 O w cn a �j > u = � 2 x a 0 io N o. C'4 (3 w 00 000 z tr '6 cc2 Q z a Q ' W Ce w w z U z w Lij c 0 0< co z Z Q v o o > Q' W 3: cr I— Q G_ Q w ly_ EL 0 C, oil I Q SHEET OF .1 .1 PROJECT NUMBER 0 120 Lij c 0 0< co z Z Q v o o > Q' W 3: cr I— Q G_ Q w ly_ EL 0 C, oil I Q SHEET OF .1 .1 PROJECT NUMBER 0 120 SEC, 5, TWP 22 N, RGE; 5 EAST W. M. U AREA A (OPTION 1)- LEAVE NATIVE SOIL UNDISTURBED, AND PROTECTED FROM C01 PAC170N DURING CONSIRUC770N - AREA DOES NOT REQUIRE SOIL AMENDMENT,• COMPOST & TOPSOIL CAL CULATIONS.• NONE REQUIRED ARt A 8 (OPTION 4A).- TOPSOIL & FOREST DUFF EXCA VA TED FOR STRUCTURES AND PA VED AREAS, OR REMOVED BEFORE SITE GRADING, CAN BE STOCKPILED AND REAPPLIED AFTER GRADING OR OTHER CO1VSTRUCT70N DISTUr?BANCES ARE COMPLETED. - REMOVE FOREST DUFF AND TOPSOIL AND STOCKPILE SEPARA TEL Y. COVER PILES WITH WOVEN WEED BARRIER; - REAPPL Y TOPSOIL TO LANDSCAPE AREAS TO A IdIN11lAU+A DEPTH OF B" AFTER GRADING AND DISTURBANCES COklPLFTED, - APPL Y A 2 INCH LA YER OF STOCKPILED DUFF AS A MULCH AFTER PLANTING,• - DESIRED SOIL pH OF 5.5 TO 7.0 COMPOST & TOPSOIL CALCULA 770N.• COMBINED 129,90 SF OR 130. 0 X 25 = 3,250 CY 7f, w SUBJECT` O �P I)7 .(-01°' ITION K C. DDES. i `6 A11D USE SERVICES IClN COUNTY DIVISION LAND USE SERVICES DIV. APIM-10VAL FOR NSA Iry Ffli�ffar 11 pamr 11 m z 0 w 0 U — Q � LLJ 0�Q ; (n0LY —z� < Q 0_ D7 0 PROJECT NUMBER 04120 DRAWING •,4'mJp ►�I�EN�;� I E�'t►s' I �� lmu.e SHEET 1 OF SEC 51 TWX 22 JV, RGE. 5 EASTi, W.1W 'IGNIf-ICAO✓ T TREE CAL CULL TIONS EXlS77NG SIGNIFICANT TREES:90------------o o---- _ SIGNIFICANT TREES OUTSIDE CRITICAL AREAS AND BIJFFER (IN TERIOR).• 90 r — — — - r;-•- j �,..,,._..— — — — — — — — — -- SIGNIFICANT TREES WITHIN INTERIOR TO BE REMOVED: 72 T. - , --- D _ - `� I _ f1- n� { 5'JG�'✓lF/CANT TREES TO BE RETAINED: 18 RETAINED TREES 18 DIA OR GREA fER (r 1 TREE CREDIT PER EA) 6 2005-4 � ' - _ - k - _ --+ _ 0 _ - 2 - T07AL TREE CREDITSFOR RETAINED TREES 24 -_- K.U.DUES. C, �\ y 3 TREES REQUIRED TO BE RETAINFO ININTERIOR J0 TREES/AC LAND USE SERVICES o 4 ! \ �° L I I { i� (PER KCC 21A. 38.230. B.1. d) DIVISION ° / F_ , r �Y, 2 1� L� G V\ ` j i I I `. CW . 1 �i AREA OUTSIDE CRITICAL AREA + BUFFER (INTERIOR) = 190,123 SO. FT (4.36 AC) O I I _ e CLEAR/N6 I �1 1\45 Lh 10 TREES/AC x i.,�'6 AC - 4 4 TREES F, , LIMITS THEREFORE, 44 - 24 EXIS77NG TREES TO BE RETAINED = 20 TREES TO BE REPLACED K. C. STORM 8 Q XF I I C, q , i H REPLACED TTdEE. —ram 12 DIA. ASSIGNED TO EACH DRAIN ESM T 7 E f - — . -- - 12" x 20 REPLACEMENT TREES = 2,10 TOTAL CALIPER INCHES - lI — 2 0 _ r `l ,- 4 REQUIRED FOR REPLACEMENT rL I YYfIEN USING REPLACEMENT TREES 3" DIA. AND OVER: 1 2" DIA, OF REPLACEMENT TREE SHALL BE PROVIDED FOR EVERY / I 12 2� ' I I " DIA. OF SIGNIFICANT TREE REQUIRED TO BE REPLACED. THUS, (40) 3" CAL. TREES (EA. QUALI,`IES AS 6" CAL. OF REPLACEMENT) - 240" - :fly t 15 16 T,"�TAr RPPLAJIENT Tr:" S PROS f ° GEND* - - - -SIGNIFICNT TREE P { �h I ! I I_ I EXISTING TREES TO BE RETAINED:FXIS77NG fREE� TO BE REMOVED: + R D 1 Y I°. 12-2coNiFE,�OUS RFC.P i M- 14/11 /24 I DECIDUOUS �2 o o L — 0! x r * DRIPLINES ARE ESMJA TFS AND SHOWN FOR PLANNING PURPOSES ONLY i # j - 1i o �2 ( , REPLACEMENT �'�G' S£ 92�1D;' f�LA CIE I FOR !TREE PIAN77NC c/L'iJT nicTAAin,C 0 2 ° QTY BOTANICAL NAME COMMON NAME .S1ZE SPACING —COMMENTS Er r�rs AC,ER ReUBrPe.1 EST�� 1.75CAL./ *'WELL BRANCHED; 15 AS SHOWN FRAi Sr tlCEBERR%' 10NT. hIIN. STREET TREE QUALITY Y4 AhIELANCHIER WESTERN REPLACEMENT TREE; ALNIFOLIA'* SERV/CEBERRY 3" CAL. AS SHOWN W✓ELL BRANCHED '`REPLACEMENT TREE; /0 FRAXINUS LA77FOLIA OREGON ASH 3" CAL. AS SHOW/ WELL BRANCHED; STREET TREE QUALITY. 8 Y OXYDE)DRON .SOURY'✓DOD 1. 75" CAL./ AS SHOP✓N WELL BRANCHED,- ARBOREUAI 10flT MIN. STREET TREE QUALITY. /3 PSUEDOTSUGA DOUGLAS FIR 3" CAL. AS SHOWN *REPLACEMENT TREE; WELL BRANCHED. MENZIES511 6 THUJA PLICATA fIOGAr✓ G'EDATr' 3" CA AS SHOWN "REPLACEMENT TREE; WELL BRANCHED. HOGAN' 7 TSUGA MER7FNSIAP/A MOUNTAINFIEMLOCK 3" CAL. AS SHOP'✓N *REPLACEMENT TREE, WELL BRANCHED. 6ROWIDCO _ TRIANGULAR SPACING,• 2850 -SF COTONEASTER BEARBERR� �COTONEAST_R 1 GAL. 5' OC. 2" MULCH COVERAGE DAMMERI 'LON/FAST' II I _ M/f/. IN -BEDS *L/MB UP ALL TREES 8' HT. ADJACENT TO VIA LKW4 YS - USE ACER C/RCINATUM AS SUBS R7UTE AS NEEDED be submitted to the Landscape contractor/developer upon receipt of plant material. These certificates shall be made AS BUILT SUBMITTAL ON PLATS DE TAIL available to KC DDES as requested by the inspector. LJ Note: /f revisions and/or changes have been mode to the initial DDES approved significant tree - Plant materials shall be locally grown (Western WA, Western OR, or Western BC), healthy, bushy, in vigorous growing ' NO TES condition, and be guaranteed true to size, name and variety. If replacement of plant material is necessary due to retention plan submit on As -Built plan. /f no changes/revisions have been mode on As -Built Plan is not required. SEE NOTES 2 AND 5 FOR APPROVAL CONDITIONSconstruction damage or plant failure within three (3) years of installation, the sizes, species and quantities shall be equal SIGNIFICANT 7REE RF7FN1I0N NOTES: KCC 21A.38.230(SO-?2Q,) to specified plants as indicated on the approved plans. Prior to final plat inspection for the Significant Tree Retention Plan permittee shall submit an - Plants shall be nursery grown, well -rooted of normal growth and habit, and free from disease or infestation. KC' DDES z - Pursuant to KCC 21A.38.230 for the applicable community plan an approved Significant Tree Retention Plan is on file with reserves the right to require replacement or substitution of any plants deemed unsuitable. AS -BUILT Significant Tree Retention Plan to the DDES Inspector showing a// plan revisions/changes and 50' SIGHT DISTANCE TRIANGLE g t Department of Development and Environmental Services (DDES) Records Center, on sheet L1.01 of the - Trees shall have uniform branching, single straight trunks and the central leader intact and undamaged. Balled and verifying that the DDES approved Significant Tree Retention plan (approved at the DDES Engineering z n Kin County U 9 y Po approved en ineerin plans Number L05P0007, and Activity Number L075R02. Lots 1 and 11-13, within this plot contain burlopped stock shall have been root -pruned at least once within the previous two years, and the plant stock shall have Review stage) has been completed per plan requirements. This AS -BUILT p/an shall be reviewed and y PP 9 9 trees that must be retained per said approved Tree Retention Plan. Any proposed clearing, grading or construction been grown in a container for of least one full growing season. Container stock shall be fully rooted but not root -bound. approved by the Site Development Specialist/Forester that it conforms to SO-220 and can be recorded. � activities that ;rill or ma impact a significant tree within said lots must be reviewed and approved by King County DDES Plant material with damaged root zones or broken root balls will not be accepted. if approved the plan will be sent back to the DDES Inspector for final plat inspection processing. DRIVE Land Use Services Divisionand/or successor)compliance with said Tree Retention Plan. The landowner and - Coniferous trees shall be nursery grown, full and bushy, and with uniform branching and a natural non -sheared form. Mitigation monitoring for Significant Tree shall commence upon acceptance and approval of this M WAY far cornP e current Ori final central leader must be health and undamaged A.S-BUILT plan and last for 3 years or growing seasons. future lando;rners shall maintain and protect said trees and secure permits as required to perform any maintenance 9 �' 9 P Ye 9 9 - Landscape contractor/developer shall submit a list of plant supplier names, addresses, phone numbers and storage/growing and/or security activity such as hazard tree remediation. LUMINARE • location of the material to KC DDES prior to planting. PART 6 - MAINTENANCE AND CONI7GENCY - The permit applicant shall determine that the final tree retention plan does not include significant trees unable to survive P P g W 20' 10' 10' 50' MIN. more than ten ears after the date of project completion. < W y P P SUBST/TUT/ONS Note: if street tree's to be planted also qualify for significant tree's then the street tree maintenance and � Significant Tree Protection: 1. Prior #o any clearing vl/ trees fv be retained steal/ be flagged monitoring process shall be used. V) w 20' MIN. 15, 5' 10' 50' MIN. 2 Prior to grad%ng and throughout be retanOnS, a temporary chainllnk or plastic net fence hall be used to identify - Substitutions of specified plant species, size or condition will be allowed only with prior written approval from KC DDES. W FROM tifaintenance will be performed twice per year to address any conditions that could jeopardize the SIGNS the protected area of any significant tree designated for retention. The height of such fencing sholl be adjusted according to the topographic and vegetative conditions of the site to provide clear visual delineation of the PART 3 - PLANT /NSTALLA77ON success of the mitigation area. Established performance standards for the project will be compared to the monitoring results to judge the success of the mitigation project. if there is o SHELTER protected area. The size s the protected areaboo around the tree shall be equal to one foot diameter for each inch SOIL PREPARATION/AMENDMENTS significant problem with achieving the performance standards, the bond holder shall work with KC SIGN ® of tree trunk diameter measured four feet above the ground - At no time during and after construction shall the following be permitted within the significant tree protection area: (v) DDES to develop a contingency plan. Contingency plans can include, but are not limited to: VAULT CG o Prior to installation of plantings, al/ construction debris and any other non-native material shall be removed from the regrading, additional plant installation, erosion control, mediations to hydrology, and p/ant a impervious surfaces, All, excavation, or storage of construction materials (b) grade love/ changes except in limited mitigation area. Trees and shrubs shall be it planted as shown in the approved plan details. A soil moisture retention substitutions of type, size, quantity and location. Such contingency plan shall be submitted to the ___ Yor�arrT U circumstances where proposed improvements using permeable materials are determined by an orborist to be g P P PP P yP 9 Jr 9 �' P -- R/ -- agent (polymer) shall be Included in planting back6l/ per manufacturer's specification. KC DDES Inspector by December 31 of any year when deficiencies are discovered. Contingency will z_; � 8 non-detrimentol to the trees root system. include man of the items listed below and would be implemented if these performance standards - Signifconf Tree Maintenance: - In non -graded planting areas, planting pits shall be backfi/led with a 50/50 mixture of imported, weed free topsoil and the y P P � P native soil from the planting it In railed areas, plantings shall be installed direct/ into new/ laced topsoil Imported are not met. Maintenance and remedial action on the site will be Implemented immediately upon (a) All significant trees shall be maintained for the life of the project including monitoring P g P q P g y y P Pcompletion of the monitoring event unless otherwise specifically indicated below N UJ (b) A/1 signfficant trees shall be pruned and trimmed as necessary to maintain a healthy growing condition or to - topsoil shall be o 3--;Nay mix acquired from an approved local supplier. _ P 9 ( P )' ) 1 Sof/Moist, or equivalent, shall be added to the topsoil backfi!/ of a// planting pits. The SoilMoist shall be hydrated before During year one, two and three rep/ace al/ dead plant material prevent primary limb failure. This requirement steall not be interpreted to allow. being added to topsoil backfi!!. Manufacturers recommended application rates and usage shall be followed - Water all plantings at a rate of 1" of water at least every week between June 15 - September 15 2' MIN. (1) topping of primary sterns -a NOTES: Woody plantings shall be fertilized with a slow release (8 month) high nitrogen, low phosphorus granular fertilizer (21-3-7), during the first year after installation, and for the first year after any replacement plantings (C & D (2) pruning that results in the loss of 20 percent of vegetative mass with application rates as specified by the manufacturer. Fertilizer shall be applied after planting pit is backfi/led, and prior ,bf). 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. (3) cutting of major roots except in preparation for transplantation or as deemed necessary onJ/or acceptable by too application of mulch. Fertilizer shall not be applied between November and March. - Re lace dead loafs with the same s ecies or a substitute s ecies that meets the ool and PLArmNG STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PP PP P P P P g PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC a certified arborist - Outside of wetland areas, a 3 inch layer of mulch (medium Doug Fir bark) shall be placed around the base of each new objectives of the enhancement plan, subject to KC DDES approval. SAFETY ARE DULY CONSIDERED. (4) Y'✓ith the exception of dead, diseased or damaged trees specifically retained to provide wildlife habitat; other tree to a 36" diameter for erosion, weed control and moisture retention. - Re plant area after reason for failure has been identified (e.g., moisture regime, poor plant stock, 2. IF PLANTING STRIPS ARE APPROVED: dead, diseased, damaged or stolen planting small be rep/aced immediately or the next planting season if the Existing natural or landscaped areas that are damaged during construction shall be restored to their original condition, disease, shade/sun conditions, wildlife damage, etc). A) MIN. DISTANCE FROM CENTER OF ANY TREE TO FACE OF VERTICAL loss does not occur in a planting season. unless improvements or modifications are s ecirred for those areas. - Remove control weed or exotic invasive !ants e. Scat's broom, reed canary grass, Himala an CURB SHALL BE 3 FT. P P / Jr P (9• � 1w 9 s' Landscape contractor/deve%per shall exercise care to protect from injury to trunk, roots, or branches of any trees or blackberr , ur le /oosestrife, etc. b manual or chemical means as o roved b KC DDES. Use B) TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. Significant Trees as shown on the approved Significant Tree Retention P/on sha// be maintained by the future owners of - �' P P ) y PP S' C) MINIMUM CLEAR SIDEWALK WIDTH SHALL BE 5 FT. IN RESIDENTIAL 0R a Fr. IN 4 hours r #lie proposed lots, consistent with KCC 16.82.156. shrubs that ore to remain. Any living woody plant that is damaged during construction shall be treated within 2 of herbicides or pesticides within the mitigation area would only be implemented if other measure BusINILss DISTRICTS WHERE BLOCK -OUTS OCCUR. P P of occurrence. Contractor shall prune wounded portions of plant immediately after damage occurs. Injured plants shall be failed or were considered unlikely to be successful, and would require prior KC DDES approval. thoroughly watered and additional measures shall be taken as appropriate) to aid in plant survivability. Trees and shrubs should be weeded to the dri line and mulched to o depth of 3 inches. A// 3. PLANS SHALL 4 COORDINATED WITH METRO SERVICE PLANNING ON aus ROUTES. i�Jote: Ali trees to be removed, pruned or /imbed from public right of ways requires a right of way use permit from the _ g %' ( p 1' p p PHONE 206-06�-1022. appropriate ublic agency and needs to be secured and submitted to KC DDES rior to any clearing in these areas. Grading: The duff /aver and native topsoil shall be retained in an undisturbed state to the maximum extend practicable. - non-native vegetation must be reproved and dumped off site at an approved location. CoP �° y g Any duff layer or topsoil removed during grading shall be stockpiled on -site in a designated, controlled area not adjacent Clean-up trash and other debris. 4. SEE SEC. 5.03. (Contact Bernard Thompson for clearing in King County Right of Way at telephone number 206-296-0887 or e-mail to public resources and critical areas. The material shall be reapplied to other portions of the site where feasible. Areas - Selectively prune woody plants to thin and remove dead or diseased portion of trees. 5. NO TREES WITH MATURE TRUNKS GREATER THAN 4 IN. DIAMETER (AS MEASURED bernord.thompson(gtnetrol<c.gov that have been cleared and graded shall have the soil moisture holding capacity restored to that of the original AT GRADE) SHAL.. BE PLANTED WITHIN THE KING COUNTf CLEAR ZONE. LARGER TREES undisturbed soil native to the site to the maximum extent practicable. The soil in any area that has been compacted or PART 7 - PERFORMANCE BOND MAY BE APPROVED FOR PLANTING OUTSIDE THE CLEAR ZONE AREA. NO TREES PLANTING �1 ({��+'"J�{ �"' I %/'�,�j f/'� �`' (� ,�`� that has had some or all of the duff layer or underlying topsoil removed steal/ be amended to mitigate for lost SHALL BE PLANTED WITHIN THE 50 FT. SIGHT DISTANCE TRI.4rIGLE AT INTERSECTIONS. j� J �/ / J/'� s � f l / ie/l"1 l l✓ �+r% 1 E 1JD s ALL PLANTINGS SHALL HAVE A MATURE HEIGHT LESS THAN 24 IN. -- -- - -- moisture -holding capacity. The amendment shall take place between May 1 and October 1. Replaced topsoil Shall be a - To assure the success of the mitigation, o performance bond will be posted with KC DDES by the PART 1 - PLANTING SPECIFCCA77ONS minimum of 8 Inches thick, unless the applicant demonstrates that a different thickness will provide conditions equivalent Developer for the cost of implementing the mitigation plan to be monitored for three (3) years. to the soil moisture holding capacity native to the site. Rep/aced topsoil shall have an organic matter content of between It will be the Developer / permittee responsibility to request a final inspection at the end of the General Conditions 8 to 13 percent dry weight and a pH suitable for the proposed landscape plants - Landscape con tractor/Deve%per shall verify that plant installation conditions are suitable within the planting areas. Any three (3) year monitoring period and to release the posted bond. SUM CT T unsatisfactory conditions shall be corrected prior to start of work. When conditions detrimental to plant growth are CLEAN UP STREET TREES SHALL BE PROVIDED AS FOLLOWS (PER KCRS 5.03 AND KCC 21A.16.050):( ��' Np,rrio encountered such as rubble fill, adverse drainage conditions, significant vet� 9 getation, or obstructions, the landscape 0 KC DDES prior to planting. Be innln of work constitutes acceptance of conditions as - Landscape contractor/developer shall be responsible for the removal of construction material and debris on the site - Trees shall be planted at a rate of one tree for ever 40 feet of frontage along al/ roads. Spacing C '�_ r contractor de role er shall notify p p g g 9 P _. following installation of plant materials. All debris must be removed to a legal landfill facility. p y g g p g •�. may be modified to accommodate si lit distance requirements for drivewaysand intersections. sati�factary. - Plants Installed in undisturbed areas shall be integrated with existing native vegetation, and planted in a random, y g q - Trees shall be located within the street ri lit-of-wa and planted in accordance with DrawingNo. PART 4 -PLANT WARRANTY AND MONITORING 9 y �� ICES DIYy naturalistic pattern. 5-009 of the 1993 King County Road standards, unless King County Department of Transportation - Landscape contractor/developer's warranty shall Include replacement of plants (some size and species shown on the determines that trees should not be located in the street right -of -wry. LOCAZISTAKE/VERIFY PLAN77NG AREAS - if King County determines that the required street trees should not be located within the - Landscape contractor Develo er sholl field locate, stake, and verify planting areas and configurations prior to planting. approved plans) that prove either to be mis/ocated or unsuitable as to plant material standards. Except for loss due to right-of-way, they shall be located no more than 20 feet from the street right -of -wry line. P P / _ plant material weather charts installed la ivel serene climatological conditions substantiated b 10 or recorded ns This shall approximate whet is shown on the DDES approved Significant Tree Retention plan. Al/ revisions/changes shall be excess y q ( y year � p The trees steal/ be owned and maintained by the abutting lot owners or the homeowners association pre -approved by DDES and documented for recording at final plot approval are required to be guaranteed for three years against defects and unsatisfactory growth. Plants replaced shall be or other workable organization unless the county has adopted v maintenance program. Ownership King County reinitiated under plant guarantee conditions. The monitoring period shall be three (3) years from installation acceptance in and maintenance shall be noted on the face of the final recorded plot. Department of Development and Environmental, Services r writing by the DDES inspector. - The species of trees shall be approved by DDES if located within the right-of=way, and shall not �P�fl� �Q SITECONSTRUCTION APPROVE PLANTING LOCh770NS AND SPA,,LNG - Planting locations shown on planting plans are approximate, based on anticipated site conditions. Actual planting include poplar, cottonwood, soft moples gum any fruit bearing trees, or any other tree or shrub locations may vary from those shown due to final site conditions and locations of existing vegetation. Nevertheless, any PART 5 - FINAL ACCEPTANCE whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines (see list of acceptable trees above). �� variations from the planting plan will require prior approval by KC DUES. .� p planting, the landscape contractor/deve%per shall provide the DDES Inspector with a set of clearly - The street tree plan shall be reviewed and approved by the DDES review engineer in coordination SCALE I Review Engineer ENGRCBMP Date - Upon Significant tree spacing shall be v minimum of fifteen feet (15' for non -street trees or 40' on center for street trees) or Upon completion of lantin , 30 as stated on the approved planting plan. Spacing shall be adequate to allow significant trees room to expand through marked prints designating the actual locations of plantings within the mitigatiori area. Londscape contractor/developer - with the DDES Forester for Significant Tree Retention. the future years- shall keepa complete set of prints at the job site during construction for the purpose of 'red lining' chap e6 or The street trees must be installed and inspected or a performance bond posted prior- to recording P P j 9 P P 9 9 0 15 30 60 modifications to the approved plans and shall update said information on a daily basis. of the plot. if a performance bond is posted the street trees must be Installed and inspected DEVELOPMENT ENGINEER COMPLETE Date PART 2 - PLANT MA7FRIAL STANDARDS - KC DDES shall approve planting locations as depicted on the approved replanting plan. If items are to be corrected a within one year of recording of the plat. At the time of inspection, if the trees are found to be Comments+ Landscape contractor/developer shall examine plant material prior to planting. Any material not meeting the required punch list shall be prepared by the DDES Inspector and submitted to the Landscape contractor/developer for completion. installed per the approved plan, a maintenance bond must be submitted or the performance bond P replaced with o maintenance bond, and held for one year. After one year, the maintenance bond specifications shell be immediately removed from the site and replaced with like material that meets the required After punch list items have been completed, DDES Inspector shall review the project for final acceptance of plan P Ye y standards. Plant material shall meet the requirements of County, State and Federal laws with respect to plant implementation. may be released after DDES has completed a second inspection and determined that the trees have disease and infestations. Inspection certificates, required by lava; shall accompany each and every shipment and shall been kept healthy and thriving. SENIOR ENGINEER Date STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JOSHUA PENNINGTON BEARD CERTIFICATE NO. 938 0 _ ®a 00 w wCL ri U o � � n w 5 0 Oct CL LU �5 w Inc vi w zJ a 0 zc�z W (J� _ 0 z ' L In � m ly- 0 > <0 j z m w > 0 o z z � w v, Q D_ o Q w Tr 0- tr 0 0 0 Q a W QN N e -A J ' s IL 1- W PROJECT NUMBER 04120 DRAWING 1, 01 'S I EE_ T12OF 1 z 0 Li W I 0 SEC. 5 / W i 22N, / E N E 5E, W.s W Q 0 VICINITY MA APPROXIMATE SCALE 1":4000' 0.1' S OF PROP. LINE 5 29.39' W OF PROP. CO 0.08' N OF PROP. LINE THE NORTH HALF OF THE OF THE NORTHWEST QUARTER OF GOVERNMENT LOT 4, SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M, IN KING COUNTY, WASHINGTON, EXCEPT 192ND STREET AND 102ND AVENUE SOUTHEAST; ALSO EXCEPT THAT PORTION LYING SOUTH OF AN EXISTING FENCE, DESCRIBED AS FOLLOWS: 5EGINNING AT A POINT ON THE WEST LINE OF SAID NORTHWEST QUARTER 33b6 FEET SOUTH OF THE NORTHWEST CORNER THEREOF; THENCE SOUTH 00°22'25" WEST ALONG THE WEST LINE OF SAID NORTHWEST QUARTER 261.46 FEET TO SAID EXISTING FENCE; THENCE ALONG SAID FENCE SOUTH 88'25'15" EAST 215.16 FEET, SOUTH 88'41'51" EAST 295.01 FEET AND SOUTH 881276" EAST AND EXTENSION THEREOF 13920 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER OF GOVERNMENT LOT 4, AND THE TERMINUS OF SAID LINE. TAB FARCEL/SITE ADDRE55 TAX PARCEL: 0522059045 SITE: ADDRESS: 19200 5LK 102ND AV1r BE FOUND 4" CONCRETE MON. WITH PUNCHED 1" BRASS DISK DOWN 0.5' IN CASE 0.02 N AND 0.10 E CALC. POSITION CONSTRUCTION � 5i5 IN 5 N 89' 26' 15" W 5ETWEEN THE MONUMENT FOUND IN PLACE AT THE NORTH QUARTER CORNER AND THE NORTHWEST SECTION CORNER OF SEC. 5, TUP. 22N., RGE. 5E. PER REF. 1 DATUM N.A.V.D. SS KING COUNTY POINT N RENT1812 COPPER PIN SET IN 4 INCH SQUARE CONCRETE MONUMENT, 1.0' BELOW IRON MONUMENT CASE. LOCATED AT THE INTERSECTION OF S. 192ND. STREET AND 99TH PLACE S. ELEVATION 319.44 FT.(91364 M) NOT 5 1) LOT IMPERVIOUS AREA TO 5E KEPT TO A MAXIMUM OF 60% OF LOT AREA 5Y COVENANT RECORDED WITH THE FINAL PLAT. 2) SEE SHEET 2 FOR OUTLET PROFILE WITH VAULT CROSS SECTION 3) SEE SHEET 2 FOR ROAD 5ECTION5 FOUND 4" CONCRETE MON. FOUND 4" CONCRETE MON. WITH PUNCHED 1/2" BRASS PLUG \ WITH PUNCHED 1 1/2" BRASS DISK DOWN 0.5' IN CASE DOWN 0.4' IN CASE N89.26'15"W 2618.50 SCALE. 1" 40' 0 20 40 80 3.62 MEASURED 18.50 REF. 1 1179.20 FRECEIVED A U 6 Z t a KING COUNTY LAND USE SERVICES �3 N F•, J o 4�1 mac;; o 32 co a z 5 v- o m W co co oc U° N C4 w W Z � 0 j co co Z m Z vim.. Q J W Lu W z z W �i w W < W Z WQ L�j N w Q o a > m O Lv z () z 3�: o 0 -- U) Q o Q w o' 0 0 o Q SHEET OF O O L p 1ocu"i41111 i . PROJECT NUMBER 0 120 0 0 SEC, 5, TWR 22N., RGE, 5E,, Ili/, M. FOUND 4" CONCRETE MON. WITH PUNCHED 1" BRASS DISK DOWN 0.5' IN CASE 0.02 N AND 0.10 E CALC. POSITION F G�=U3_'L6 33 e..... rUrvtrt tAJtMtIN (�� :. L-17 76 i q „ 1 � N0. 5678862� °y'�,.�. w `I jil 4,961 t SF. m : G fRE N .� N. 191,1311 SP.. (R04Di) 1 Z, 3t —- SIGNIFICANT TREE TO REMAIN O 38 (EQUIVALENT) TOTAL 5IGNIFICANT TREE TO BE REMOVER 12 TOTAL Maple 32" # 16" = 3 Trees Alder 14" Alder 14" Alder 12" Fir 14" Dec 14" Maple 16" Alder 14" Alder 16" Alder 12" Fir 14" Maple 22" Fir 24" = 2 Trees Maple 16" Alder 12" Alder 12" Fir 20" Maple 14" Maple Cluster = 2 Trees Alder 10" Alder 12" Alder 14" Cottonwood 24" Maple 14" Alder I(o = 3 Trees Alder 12" Alder 12" Alder 12" Fir 14" Maple 24" Alder 16" Alder IS" = 2 Trees Maple 20" Alder 14" Fir 20" Maple 14" Maple 16" Maple 24" = 2 Trees Maple 12" Alder 16" Fir 20" Maple 30" Maple 14" Maple 24" = 2 Trees Maple 12" Fir 24" Fir 18" Dec 24" Alder I6" Maple 28" = 2 Trees Alder 14" Fir 22" Fir IS" Maple 48" Maple 14" Fir 18" Alder 16" Dec 16" Fir 20" Maple 14" Maple 14" Fir 14" Maple 30" Dec I6" Fir 20" Maple 24" Dec 12" Fir 14" Maple 30" Fir 10" Fir 15" Maple 18" Dec 22" = 2 Trees Fir 14" Alder 12" Fir 12" Dec 26" Maple 14" Dec IV' Fir 14" Alder 12" Fir 16" Alder 20" Maple 20" Alder 16" Alder 12" Fir 15" Maple 26" Fir 16" Maple 30" = 2 Trees Alder 14" Fir 10" Maple 24" Dec 16" Dec 14" Maple 32" Fir 16" Maple 12" Fir 14" Dec 14" Alder 14" Fir IV' Maple 14" FIR 14" ^t REPLACEMENT/STREET TREE 36 TOTAL Rocky Mountain Maple 3" = 36 TREES RETENTION REQUIREMENTS = 20 TREES / ACRE = 20 X (436 - 0.23 DRAINAGE/REC. TRACT - 0.44 ROAD IMPROVEMENTS) 20 X (436-023-OA4) = 14 TREES RETAIN TREES + REPLACEMENT = 14 TREES 1449. FIRE HYDRANT i — STREET LIGHT TELEPHONE RISER I WATER VALVE TELEPHONE MANHOLE SPRINKLER VALVE SANITARY SEWER MANHOLE WW WATER MARKER GAS VALVE ® MAIL BOX CLF=CHAIN LINK FENCE 0 A=ALDER VBF=VERTICAL BOARD FENCE M=MAPLE H5F=HORIZONTAL BOARD FENCE F=FIR HWF=HOG WIRE FENCE CW=COTTONWOOD 1. E LINE N Yz, NWT FOUND 8" REBAR NO CAP 29.39' W OF PROP. CORNER-..; 0.08' N OF PROP. LINE IN - THE NORTH HALF OF THE OF THE NORTHWEST QUARTER OF GOVERNMENT LOT 4, SECTION 5, TOILNSHIP 22 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. EXCEPT 192ND STREET AND 102ND AVENUE SOUTHEAST; ALSO EXCEPT THAT PORTION LYING SOUTH OF AN EXISTING FENCE, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID NORTHWEST QUARTER 331o6 FEET SOUTH OF THE NORTHWEST CORNER THEREOF; THENCE SOUTH 00'22'25" WEST ALONG THE WEST LINE OF SAID NORTHWEST QUARTER 261.46 FEET TO SAID EXISTING FENCE; THENCE ALONG SAID FENCE SOUTH 88'28'15" EAST 215.16 FEET, SOUTH SS'41'51" EAST 299.01 FEET AND SOUTH 88'12'26" EAST AND EXTENSION THEREOF 13920 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER OF GOVERNMENT LOT 4, AND THE TERMINUS OF SAID LINE. TAX A C L /51 TE ADDRE55 TAX PARCEL: 0522059045 SITE ADDRESS: 19200 E5LK 102ND AVE SE 1. HE PLAT OF PARKRIDGE EAST I VOL. 132, PG'S. 45-46 2. THE PLAT OF HI -VIEW HEIGHTS VOL. 19, PGS.15-16 3. THE PLAT OF HI -PARK TRACTS- 15T ADDITION VOL. 14, PG. 12 4. CITY OF RENTON SHORT PLAT NO.059-85 BOOK 63 OF SURVEYS, PAGE 243 5. SHORT PLAT NO.384139, UNDER RECORDING NO.8612301254 54-515, LOF 5EARING5 N 89' 26' 15" W BETWEEN THE MONUMENT FOUND IN PLACE AT THE NORTH QUARTER CORNER AND THE NORTHWEST SECTION COMER OF SEC. 5, TWP. 22N., RGE. 5E. PER REF. I DATUM N.A.V.D. 88 5ENCHMARK KING COUNTY POINT * RENT1612 COPPER PIN SET IN 4 INCH SQUARE CONCRETE MONUMENT, I.O' BELOW IRON MONUMENT CASE. LOCATED AT THE INTERSECTION OF S. 192ND. STREET AND 99TH PLACE S. ELEVATION 319.44 FT. (91364 M) FOUND 4" CONCRETE MON. FOUND 4" CONCRETE MON. WITH PUNCHED 1/2" BRASS PLUG WITH PUNCHED 1 1/2" BRASS DISK DOWN 0.5' IN CASE DOWN 0.4' IN CASE N89'26'15"W 2618.50 \ 3.62 MEASURED \ 18.50 REF. 1 32 1179.20 -- �, VICINITY 'r'-'IA APPROXIMATE SCALE 1"=4000' Nmyffml amwEroymem BELMONT HOMES P.O. BOX 2401 KIRKLAND, WASHINGTON 98080-2401 CONTACT: CLIFF WILLIAMS, P.E. PHONE: (206)114-1161 ENGINE E / L ANN /5UV Y O CORE DESIGN INC. 14111 N.E. 29TH PL., SUITE 101 BELLEVUE, WASHINGTON 98001 CONTACT: R05ERT STEVENS, P.E. - ENGINEER MICHAEL CHEN - PLANNER STEPHEN J. SCHREI, P.L.S. - SURVEYOR PHONE: (425) 885-1811 SCALE: 1" = 40' 0 20 40 80 pP i RECEIVED fo AUG 2 426105 KING COUNTY W Q 0 ��'•G p. ' Q M W Z oo`0 ,\ ® Lti00 l w 00 v U, L 04 O 2 k R W z > � c Z to Z Q J z CL_ r Q) rr^ V W Q Z W l.Ll z z uJ W c w a, w Q Q W , z Ln Q) w OiTo 3 w Ld LLJ z c� z o Q w 0 o Q SHEET OF PROJECT NUMBER 04.120 V t;'1TtA�'S' RIGHT OF WAY PER SHORT PLAT REC. NO. 8811179001 4' L;_-I 0.9' 0.07' S OF PROP. LINE EXTENDED c, C., 6212 Lu ST VICINITY MAP APPROXIMATE SCALE P=4000' SE SITE 0.1' S OF PROP. LINE 29.39' W OF PROP. CORNERJ 0.08' N OF PROP. LINE -' Y 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM A.L.T.A. COMMITMENT, PACIFIC NORTHWEST TITLE COMPANY, ORDER NO. 581616, DATED NOVEMBER 16, 2004. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED PACIFIC NORTHWEST TITLE COMMITMENT. CORE DESIGN HAS RELIED WHOLLY ON PACIFIC NORTHWEST TITLE'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON FEBRUARY 15, 2005. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN FEBRUARY, 2005. 3. PROPERTY AREA = 190,123t SQUARE FEET (4.3646t ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS WITHIN ONE YEAR OF THE DATE OF THIS SURVEYDISTANCE MEASURING EQUIPMENT HAS BEEN COMPARED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LCCATTONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCA11ONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 7. SEC11ON SUBDIVISION PER PARKRIDGE EAST I VOL. 132, PG'S. 45-46, FOUND AND HELD NORTHWEST SECTION CORNER AND HELD LINE TO FOUND NORTH QUARTER CORNER, BASIS OF BEARING IS NORTH LINE OF NORTHWEST QUARTER OF SECTION 5. SCALE.- 0 20 FOUND 4" CONCRETE MON. WITH PUNCHED 1" BRASS DISK DOWN 0.5' IN CASE 0.02 N AND 0.10 E CALC. POSITION 0' 80 FOUND 4" CONCRETE MON. WITH PUNCHED 1/2" BRASS PLUG DOWN 0.5' IN CASE N 89° 26' 15" W BETWEEN THE MONUMENT FOUND IN PLACE AT THE NORTH QUARTER COINER AND THE NORTHWEST SECTION COMER OF SEC. 5, TWP, 22N., RCiE. 5E. PER REF. I DATUM FOUND 4" CONCRETE MON. _ WITH PUNCHED 1 1/2" BRASS DISK DOWN 0.4' IN CASE N89°26'15"W 2618.62 MEASURED 2618.50 REF . 1 1179.20 -- G • ti ¢,p•Jl y , sn'..d NINUI I T T-'VITV I * i'CCJN 110 IL COPPER PIN SET IN 4 INCH SQUARE CONCRETE MONUMENT, 1.0' BELOW IRON MONUMENT CASE. UJ LOCATED AT THE INTERSECTION OF S. 192ND. STREET AND 99TH PLACE 5, ELEVATION 319.44 FT. (91364 M) Lu LEGAL DE-SCRIPTION THE NORTH HALF OF THE OF THE NORTHWEST QUARTER OF GOVER--41ENT LOT 4, SECTION 5, TOWNSHIP 22 NORTH, ;RANCrE 5 EAST, WM., IN KING COUNTY, WASHINGTON, EXCEPT 192ND STREET AND 102ND AVENUE SOUTHEAST; AL50 EXCEPT THAT PORTION LYING SOUTH OF AN EXISTING FENCE, DESCRIBED AS FOLLOWS: 114 BEGINNING AT A POINT ON THE WEST LINE OF SAID NORTHWEST QUARTER 33.66 FEET SOUTH OF THE NORTHIlIEST CORNER THEREOF; THENCE SOUTH 00°22'25" WEST ALONG THE WEST LINE OF SAID NORTHWEST QUARTER 261.46 FEET TO SAID EXISTING FENCE; 14 z X-- THENCE ALONG SAID FENCE SOUTH 88°28'15" EAST 215.16 FEET, SOUTH 88°41'51" EAST 2139.01 FEET AND SOUTH O 88°12'26" EAST AND EXTENSION THEREOF 13920 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER OF GOVERNMENT LOT 4, AND THE TERMINUS OF SAID LINE. LQ �J QQ REFERENCE6 N o 1. THE PLAT OF PARKRIDGE EAST I VOL. 132, PG'S. 45-46 k 2. THE FLAT OF HI -VIEW HEIGHTS VOL.19, PGS. 15-16 m 3. THE PLAT OF HI -PARK TRACTS- 15T ADDITION VOL. 14, PG. 12 4, CITY OF PENTON SHORT PLAT NO. 059-85 BOOK 63 OF SURVEYS, PAGE 243 5. SHORT PLAT NO. 384139, UNDER RECORDING NO, 8612301254 Q LEGEND I FIRE HYDRANT -STREET LIGHT ® TELEPHONE RISER I WATER VALVE T TELEPHONE MANHOLE SPRINKLER VALVE SANITARY SEWER MANHOLE W WATER MARKER GAS VALVE ® MAIL BOX �# TRAFFIC SIGNS TREE -0 H P- OVERHEAD POWER A CLF CHAIN LINK FENCE M VBF VERTICAL BOARD FENCE F HI3F HORIZONTAL BOARD FENCE CW HWF HOG WIRE FENCE ALDER MAPLE FIR COTTONWOOD IVE D KING COUNTY I. -AND IJSF SI`RVICES r�lo®r", A, 0 W z Lc) �s < N 0 o o Q o w j z z O w 9 3: ci� - U) Q a- Q w 0� a_ o cc) 0 Q SHEET OF I . PROJECT NUMBER 04-120 SEC. ✓' / W : 22N., / 1 GL. 5Lr' W.M. p p0 2 01 , FOUND 4" CONCRETE MON. _ R15700 WITH SCRIBED "X„ :. t =12 09 59; :. 1=60 74.. DOWN 1.5' IN GROUND FOUND 1 2" REBAR W YPC 8 f' STAMPED " NEN" 21546 RH PI ......... , ...... 10' R 3 15 Th. EASEMENT L. f ..._.. ;- ON LINE E . TEL. EASEMENT m 6© 0 REC. N0. 9810289008 .. Q ct :: REC. NO. 981028CA .: _ 9008 ,. 3 -9s69 .;.:. - .�- :. - N. :LINE GOVT LOT,4, SEC 522-5 ,. ....... ......... , N8.9.. 6.15 W.._.,591.$4 ______ xd _ ,�T—.—_— -ter R 1.87.00 — --- ---- — — 149.92 N8 n...... --- —_-_ -- - 92615 103.T9 =052635 i Z. POWER EASEMENT I t ;:. L. 17,76 _. .. .:.: .,....:... I i 1l0. 5678862 :.Clj �� T :: 5 r� E: LINE N �` . NW OV T 4 FOUND 1.5" IRON PIPE O € t r.., 4, 4Q, , 1 p: SE 5-22-5 9.87' W OF PROP. CORNER' 1 , 44 X Q i °: 3 83t SF. ± S.F.• 0 0T S OF PROP LINE EXTENDED � ,5 3�602 3,5g5t $� SF 3,191 S. ,58 F + 3 3.+;5 . 3,5�f1- SF. 3,5�4t ,�F. 3 83t FiF. _ r' 15 SF t� 816E F. X t i K 5,331� SF x `. -., , ViCiNITY MAP APPROXIMATE SCALE 1"=4000' 46 56"w 299.67 S. LINE N Y, NW Y4, GOV'T LOT 4, SEC 5-22-5 N8811'31 "W 139 2Q_. SIGNIFICANT TREE TO REMAIN O 44 (EQUIVALENT) TOTAL X 5IGNiFICANT TREE TO BE REMOVEn i0 TOTAL II Maple 32 4 16 = 3 Trees Alder 14 Alder 14II Alder 12II Fir 14 Dec 14 Maple 16" Alder 14" Alder 16" Alder 12" Fir 14" Maple 22" Fir 24" = 2 Trees Maple 16" Alder 12" Alder 12" Fir 20" Maple 14" Maple Cluster -- 2 Trees Alder 10'' Alder 12" Alder 14" Cottonwood 24" Maple 14" Alder 16", = 3 Trees Alder 12" Alder 12" Alder 12" Fir 14"' Maple 24" Alder 16" Alder 18" Maple 20" Alder 14" Fir 20" Maple 14" Maple 16" Maple 24" 2 Trees Maple 12" Alder 16" Fir 20" Maple 30" Maple 14" Maple 24" = 2 Trees Maple 12" Fir 24" Fir 18" Dec 24" Alder 16" Maple 28" = 2 Trees Alder 14" Fir 22" Fir 18'' Maple 48" Maple 14" Fir 18'' = 2 Trees Alder 16" Dec 16" Fir 20" Maple 14" Maple 14" Fir 14'' Maple 30" Dec 16" Fir 20" Maple 24" Dec 12" Fir 14" Maple 30" Fir 10" Fir 18" Maple 18" Dec 22" = 2 Trees Fir 14" Alder 12" Fir 12" Dec 26" Maple 14" Dec 16" Fir 14" Alder 12" Fir 16" Alder 20" Maple 20" Alder 16" Alder 12" Fir 18" Maple 26" Cottonwood 10" Maple 30" = 2 Trees Alder 14" Fir 10" Maple 24" Dec 16" Dec 14" Maple 32" Fir 16" Maple 12" Dec 14" Alder 14" Fir 16" Maple 14" REPLACEMENT/STREET TREE ® 35 TOTAL Rocky Mountain Maple 3" = 35 TREES RETENTION REQUIREMENTS = 20 TREES / ACRE 20 X (436 - 0.23 DRAINAGE/REC. TRACT - 0.44 ROAD IMPROVEMENTS) 20 X (43(o-0.23-0.44) = 14 TREES RETAIN TREES + REPLACEMENT = 19 TREES W Q 0 OWNEIR/APPL i CANT BELMONT HOMES P.O. BOX 24,01 KIRKLAND, WA514INGTON 98080-2401 CONTACT: CLIFF WILLIAMS PHONE: 1206)114-1161 0 Nv LL N iN /PLANNER/5U VEYO CORE DE51GN INC. 14111 N.E. 29TH PL., SUITE 101 BELLEVUE, WASPINGTON 98001 CONTACT: ROIBERT STEVENS, P.E. - ENGINEER MICHAEL CHEN - PLANNER 5TEPHEN J. SCHREI, P.L.S. - SURVEYOR z PHONE: (425) 885-1811 SCALE: 1" = 4.0' 0 20 40 80 I FOUND 4" CONCRETE MON. FOUND 4" CONCRETE MON. WITH PUNCHED 1/2" BRASS PLUG WITH PUNCHED 1 112" BRASS DISK DOWN 0.5' IN CASE DOWN 0.4' IN CASE FOUND 4" CONCRETE MON. WITH PUNCHED 1" BRASS DISK DOWN 0.5' IN CASE 0.02 N AND 0.10 E CALC. POSITION N89'26'1 "W 5 2618.50 3.62 MEASURED R d1 .50 EF. 1 8 32 M .� Z -- 1179.20 ---' S p 00 W v O N " [� a x Cl- aN CN , W � — — — — — — — — — — — — — — — — — 00 Ile Lio" t:AuI AND EXTENSION THEREOF 13920 FEET t0 t HEEASt LINE OF SAID NO tHW 5t QUARTER OF GOVERNMENT LO T I 4, AND THE TERMINUS OF SAID LINE. 1r) REFERENCE5z O THE PLAT OF PARKRIDGE EAST I VOL.132, PG'S. 45-46 O THE PLAT OF HI -VIEW HEIGHTS VOL. 19, PGS.15-16 m Z 1�,,,, THE PLAT OF HI -PARK TRACTS- 15T ADDITION VOL. 74, PG. 12COPY CITY OF RENTON SHORT PLAT NO.059-85 500K 63 OF SURVEYS, PAGE 243 !! ,, '' �^ Zt SHORT PLAT NO.38413% UNDER RECORDING NO.8612301254 `t LEGEND I FIRE HYDRANT —STREET LIGHT TELEPHONE RISER I WATER VALVE T TELEPHONE MANHOLE SPRINKLER VALVE SANITARY SEWER MANHOLE ® WATER MARKER GAS VALVE ® MAIL BOX CLF-CHAIN LINK FENCE A:ALDER VBF:VERTICAL BOARD PENCE M:MAPLE H»F:HORIZONTAL BOARD FENCE F=FIR HW'F=POG WIRE PENCE CW=COTTONWOOD RED) MAR z a zoos �i W W � Z Wz z N v Z W > ~ W 0 Q o > o CD �w 0 Q w o 0 0 Q SHEET OF PROJECT NUMBER 04.120 SEC. aJ.1 TWR 2L N.Y RCE SE"Y VICINITY MAP APPROXIMATE SCALE I"=4000' FOUND 4" CONCRETE MON. FOUND 4" CONCRETE MON. WITH PUNCHED 1/2" BRASS PLUG WITH PUNCHED 1 1/2" BRASS DISK DOWN 0.5' IN CASE DOWN 0.4' IN CASE N89°26'15"W 2618.62 MEASURED 2618.50 REF. 1 - v 1179.20 -- N 89' 26' 15" W 5ETWEEN THE MONUMENT FOUND IN PLACE AT THE NORTH QUARTER CORNER AND THE NORTHWEST SECTION CORNER OF SEC. 5, TWP. 22N., RGE. 5E. PER REP. 1 DATUM N.A.V.D. 88 5ENCHMARK KING COUNTY POINT * RENT1812 COPPER PIN SET IN 4 INCH SQUARE CONCRETE MONUMENT, 1.0' BELOW IRON MONUMENT CASE. LOCATED AT THE INTERSECTION OF S.192ND. STREET AND 99T14 PLACE S. ELEVATION 319.44 FT.(91364 M) O z 2I0 -�!9 p - a 3v 32 Q Z 5 _O o co W a t(j J N cx O k a C u- V) 0 Lu W > 00 oo Z m h Z Z Q v Z 0 ° W ® Z w w Z 0 Z w GAL I T I ON THE NORTH WA P-0P THE OF THE NORTHWEST QUARTER OF GOVERNMENT LOT 4, SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT 192ND STREET AND 102ND AVENUE SOUTHEAST; ALSO EXCEPT THAT PORTION LYING SOUTH OF AN EXISTING PENCE, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID NORTHWEST QUARTER 33.6(o FEET SOUTH OF THE NORTHWEST CORNER THEREOF; THENCE SOUTH 00'22'25" WEST ALONG THE W ST LINE OF SAID NORTHWEST QUARTER 261.46 FEET TO SAID EXISTING FENCE; THENCE ALONG SAID FENCE SOUTH 88'28'15" EAST 215.16 FEET, SOUTH 88'41'51" EAST 299.01 FEET AND SOUTH 88'12'26" EAST AND EXTENSION THEREOF 139.20 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER OF GOVERNMENT LOT 4, AND THE TERMINUS OF SAID LINE. REFERENCES 1. THE PLAT OF PARKRIDGE EAST I VOL. 132, PG-S. 45-46 2. THE PLAT OF HI -VIEW HEIGHTS VOL.19, PGS.15-16 3. THE PLAT OF HI -PARK TRACTS- 1ST ADDITION VOL. 14, PG. 12 4. CITY OF RENTON SHORT PLAT NO.059-85 BOOK 63 OF SURVEYS, PAGE 243 5. SHORT FLAT NO.384139, UNDER RECORDING NO.8612301254 LEGEND FIRE HYDRANT I - STREET LIGHT ® TELEPHONE RISER dQ I WATER VALVE NOTES TELEPHONE MANHOLE SPRINKLER VALVE SANITARY SEWER MANHOLE © WATER MARKER 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM A.L.T.A. COMMITMENT, PACIFIC � GAS ygLyE ® MAIL BOX NORTHWEST TITLE COMPANY, ORDER NO. 581616, DATED NOVEMBER 16, 2004. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE TRAFFIC SIGNS TREE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED PACIFIC NORTHWEST TITLE COMMITMENT. CORE DESIGN HAS RELIED WHOLLY ON PACIFIC NORTHWEST -OHP- OVERHEAD POWER A ALDER TITLE'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. CLF CHAIN LINK FENCE M MAPLE 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON FEBRUARY 15, 2005. V5F VERTICAL BOARD PENCE F FIR ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN FEBRUARY, 2005. 145F HORIZONTAL BOARD PENCE CW COTTONWOOD 3. PROPERTY AREA = 190,123f SQUARE FEET (4.3646f ACRES). HWF HOG WIRE FENCE 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS WITHIN ONE YEAR OF THE DATE OF THIS SURVEYDISTANCE MEASURING EQUIPMENT HAS BEEN COMPARED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 7. SECTION SUBDIVISION PER PARKRIDGE EAST I VOL. 132, PG'S. 45-46, FOUND AND HELD NORTHWEST SECTION CORNER AND HELD LINE TO FOUND NORTH QUARTER CORNER. BASIS OF BEARING IS NORTH LINE OF NORTHWEST QUARTER OF SECTION 5. ECEIVEll Ld N W > > w 0 LLI z z O L,w 0 3: o� U) Q Q w 0� 0 0 0 Q SHEET OF U I PROJECT NUMBER 04120